Hypothesis
发表于 2025-3-21 19:34:00
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流动性
发表于 2025-3-21 21:26:50
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Sleep-Paralysis
发表于 2025-3-22 01:49:09
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ACTIN
发表于 2025-3-22 05:00:15
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backdrop
发表于 2025-3-22 10:17:20
,Funktionen einer Veränderlichen, continuum equivalent with the inclusion of critical joint sets in the second method. The present study concluded that the first approach overestimates the seismic forces generated in the liner. Hence, it is more beneficial to use an equivalent continuum-interface approach to obtain results with greater accuracy.
Figate
发表于 2025-3-22 16:58:29
Alan Hippe,Andreas Holz,Bernhard Falksoil model was adopted for the numerical analysis. It has been established that a loose section of 0.73. above tunnel crown has been formed and soil arching section above this loose section develops for a height of 1.27..
Figate
发表于 2025-3-22 19:01:29
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颂扬国家
发表于 2025-3-22 22:06:38
Seismic Assessment of Horseshoe-Shaped Tunnel Using a Pseudo-Static Approach, continuum equivalent with the inclusion of critical joint sets in the second method. The present study concluded that the first approach overestimates the seismic forces generated in the liner. Hence, it is more beneficial to use an equivalent continuum-interface approach to obtain results with greater accuracy.
Pudendal-Nerve
发表于 2025-3-23 04:04:52
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Armory
发表于 2025-3-23 06:36:55
A Concise Review of State-of-the-Art on Landslide Monitoring and Warning System in India,sed approaches such as landslide monitoring and early warning systems. Furthermore, landslide susceptibility was assessed using local-scale, regional-scale, and site-specific studies, particularly in the Indian Himalayan region.